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"s �°° s8 �p gyp° y I LEGEND: <br /> p h// <br /> 4, I\"\ 4vi` EXISTING GROUND CONTOURS <br /> /' PROPOSED CHANNEL CONTOURS <br /> PROPOSED CLOSURE CONTOURS <br /> EXISTING ROADS/TRAILS <br /> /TRAMS ADS <br /> PROPOSED RIPRAP <br /> PROPOSED GROUTED RIPRAP <br /> CHANNEL SOUTH N <br /> EAST4S, <br /> 99 <br /> -'' 'pRO P EAST CRESSON DWG <br /> OSA CHANNEL 3 �o <br /> 130 >�., <br /> s c \ <br /> NOTES: <br /> 1. SEE DRAWING 520 FOR CHANNEL CROSS <br /> SECTIONS AND DRAWING 525 FOR CHANNEL <br /> PROPOSED ALIGNMENT CWNNEL SIZE AND LINING TABU. <br /> t1i4�i,+. � o =' - `� -----N� ----- •• -- 'J 2. SEE DRAWING 530 FOR STILLING BASIN <br /> DETAILS AND SIZING AND LOCATION TABLE. <br /> 0 100 200 FEET <br /> 10800 10800 <br /> K:17.43 <br /> LVC:200.00 <br /> PVI STA 2+13.6 K:5.04 $ <br /> 89.1 R PVI ELEV:10643.9 L :125.84 <br /> BVCS: 1+13.60 <br /> PVI STA:6+38.0 -- --- _ - --- -- - - ---- - ---- 01 <br /> BVCE: 10669.61 PV 10486 0 K:5.64 t <br /> EVCS: 3+13.60 M LVC:125.16 K:5.00 �n <br /> PVI STA:9+32. LVC:46.67 EVCE: 10606.80 ,o rn� W <br /> CLOSURE no oao P ELEV:10423 5 PAST -11+4 .1 K:89. z <br /> 10600 SURFACE o n PVI LVC:200 00 10600 <br /> K:0.0 (n v C. <br /> °0 u')rn a PA ELEV:10 30.94 <br /> LVC:5. 0 ` cNi W +p rn <br /> PIA A:0+14.9 �� DO c i 04 N� <br /> PIA :10694.94 1ii W t o tp ")o <br /> -- <br /> BVCS: 0+12.42 _1 c� 2 -- - n n - - ul o <br /> BVCE: 10697.17 Gi' N o r-o <br /> EVCS: 0+17.42 > V) j o <br /> EVCE: 10694.30 K:292 DO Gi <br /> 10400 <br /> 10400 LVC:56.90 �S•A c1 K:2.39 <br /> i PVI ELEV:10462.58 STA 20+56.4 O <br /> a BVCS: 8+04.72 J PVI :1 147.76 <br /> n BVCE: 10466.04 ` <br /> N EVCS: 8+61.62 <br /> - - --- ----- -EVCE: 10451.46Vi <br /> _na <br /> rn <br /> NANO <br /> 10200 c�U U U 10200 <br /> P SED CHANNEL AT I DIO ------ '', - <br /> 7 OF RIP <br /> rn - - -- ----. - +-_ --------------------- -- -_--- ----- - ---- ---- --.. _.. -. ___. <br /> N <br /> 0 <br /> a <br /> 7t, � <br /> l0000 <br /> 10000 ';g► hj•' <br /> o o n ♦ n N n N r o 0 0 <br /> M1 O �� r7 �n NO f00 rnn ^ ON Mrs m O� mm ♦ O Y1 n ^ O� k <br /> rn YI m NpO rnp rn O,f1 ♦ n ,� „� �iO O O O O O O O O O O O O O O O O O O O O O O <br /> D+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 <br /> "o_ CLOSURE SURFACE ELEVATION PROPOSED GROUND ELEVATION <br /> 0 100 200 FEET 0 100 200 FEET STATION, (FEET) <br /> ' APPROVED BY: DISC AW �ewFtetds m" CRIPPLE CREEK AND VICTOR <br /> o HORIZONTAL VERTICAL JN NEWFIELDS PRODUCED THE INFORMATION PRESENTED • GOLD MINING COMPANY <br /> ,d NO EXAGGERATION cHM=By. ON THIS DRAWING THROUGH 7HE USE OF AVAILABLE <br /> o KC RECEPANG THIS DRAWING DOES NOT AND GENCE <br /> UARANTEEANY PROJECT VLF/OSA CLOSURE DESIGN <br /> oeSIGrID ar: RIGHTS TO EITHER SUCH TECHWCAL INFORMATION OR <br /> JJEP <br /> NM E%PERIENCE. ANY MODIFICATION OR ADAPTATION OF TIRE <br /> P s u/oe/10 lssocn FOR reammrc ,iEp THE DATA OR DRAWING SHAH BE AT USER'S RISK BAST CRBSSON OSA CHANNEL 2 106.025.016P <br /> a: REV DATE DESCRIPTION TECH ENG c�w RESPONSIBILITY TO OUT ANYNEEWFULDSR ABILITY O LEGAL PLAN AND PROF" (1 OF 2) <br /> 120 A <br />